Scaffolding

ABSTRACT

A scaffolding assembly adapted to be releasably attached to an elongate support member such as an overhead pipe. The scaffolding assembly has a split collar and a platform assembly adapted to be releasably attached to the split collar. The split collar comprises at least two segments which can encircle the pipe and be secured to one another. The platform assembly which includes a platform deck has a connector formation which extends laterally outwardly from the deck to an extent that it can engage a receiving formation on the collar assembly and thereby attach the platform assembly to the collar assembly.

CROSS-REFERENCE TO RELATED APPLICATION

This application is a divisional of U.S. application Ser. No. 17/175,066filed on Feb. 12, 2021, which in turn claims priority to U.S.Application No. 62/978,655 filed on Feb. 19, 2020, the disclosures ofwhich are incorporated herein by reference for all purposes.

FIELD OF THE INVENTION

The present invention relates to scaffolding and, more particularly, toscaffolding which can be suspended from vertical or elevated horizontalpipes.

BACKGROUND OF THE INVENTION

A wide variety of scaffolding is used extensively in the constructionand maintenance industries. As well-known typical scaffolding comprisesa platform from which extends legs, which can rest upon a floor, slab orthe like, such that the platform is elevated. This prior art scaffoldingof necessity requires floor space since the feet or legs of thescaffolding must engage the floor for support.

Refineries and chemical plants are continuously undergoing maintenance,renovation, or new construction. The vessels, piping, valving, andstructures that make up even a single typical process unit dramaticallyrestrict the amount of available slab/floor space.

By their very nature, refineries, chemical plants and similarinstallations are replete with extensive piping. In this regard, thereare pipe racks providing support surfaces for piping which runsgenerally horizontally through the facility. As well, pipes have runswhich extend vertically.

SUMMARY OF THE INVENTION

In one aspect the present invention relates to a scaffolding assemblywhich can be suspended from a horizontally extending tubular member.

In another aspect, the present invention relates to a scaffoldingassembly which can be suspended from a horizontally extending elongatesupport such as a pipeline carrying fluids.

In a further aspect, the present invention relates to a scaffoldingassembly which can be suspended from a horizontally extending pipelinecarrying fluids, wherein the pipeline is protected from scoring,notching or other damage to the surface of the pipe which couldcompromise the pipe's structural integrity.

In yet another aspect, the present invention relates to a scaffoldingassembly which can be suspended from elevated horizontally runningpipelines.

In still a further aspect, the present invention relates to ascaffolding assembly which can be suspended from laterally spacedelongate supports which are of different diameters.

In yet a further aspect, the present invention relates to a scaffoldingassembly which can be suspended from a vertically extending elongatesupport.

In another aspect, the present invention relates to a scaffoldingassembly wherein one or more segments of the scaffolding platform can besuspended from a vertically extending elongate support.

These and further features and advantages of the present invention willbecome apparent from the following detailed description, whereinreference is made to the figures in the accompanying drawings.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a front elevational view of one embodiment of the scaffoldingassembly of the present invention.

FIG. 2 is a side elevational view of the scaffolding assembly shown inFIG. 1 .

FIG. 3 is a partial elevational view of the scaffolding of FIG. 1 ,showing in particular an enlarged view of the collar and yoke used inthe scaffolding assembly of FIG. 1 .

FIG. 4 is a cross-sectional view taken along the lines 4-4 of FIG. 3 .

FIG. 5 is a front elevational view of another embodiment of thescaffolding assembly of the present invention.

FIG. 6 is a cross-sectional view taken along the lines 6-6 of FIG. 5 .

FIG. 7 is a front elevational view of another embodiment of thescaffolding assembly of the present invention shown suspended from twotubular members.

FIG. 8 is a side, elevational view of the scaffolding assembly shown inFIG. 7 .

FIG. 9 is a top, plan view, partially broken away, showing anotherembodiment of the scaffolding assembly of the present invention attachedto a tubular member.

FIG. 10 is a side elevational view, partly in section, of thescaffolding assembly shown in FIG. 9 .

FIG. 10A is an isometric view of a connector used in the scaffoldingassembly of FIG. 10 .

FIG. 11 is a side elevational view, partly in section, of a connectorsystem used in one embodiment of the scaffolding assembly of the presentinvention.

FIG. 12 is a view similar to FIG. 11 showing the connector assembly in asecond position.

FIG. 13 is a view of the connector shown in FIG. 12 rotated and movedinto an engaged position.

FIG. 14 is a partial, top, plan view of another embodiment of thescaffolding assembly of the present invention.

FIG. 15 is a cross-sectional view taken along the lines 15-15 of FIG. 14.

DETAILED DESCRIPTION OF PREFERRED EMBODIMENTS

As used herein the term “horizontal” means generally horizontal and doesnot require perfectly horizontal orientation.

As used herein the term “vertical” means generally vertical and does notrequire perfectly vertical orientation.

The terms “support,” “elongate support,” “support member(s),” orvariations thereof refer to a structural member, generally elongate innature, but which can have any cross-sectional shape or configuration.Thus, the support can comprise a tubular member, a bar having variouscross-sectional shapes, an I-beam, a channel member, etc.

In the description which follows in describing the scaffolding assemblyof the present invention, reference will be made to a “split collar.”The term is intended to mean a structure for encircling a cylindricalobject, e.g, a tubular member, albeit that it be in two or moresegments. Thus, although the split collar of the present invention issegmented, it may still be referred to as a collar, albeit that theremay be spaces between the individual segments. In other words, the word“collar” is inclusive of a structure with two or more segments, i.e., asplit collar. Although as depicted in the drawings and as describedhereafter, in one embodiment the collar of the present invention isgenerally circular in cross-section. However, just as the supportmembers can have various cross-sectional profiles, the split collar canlikewise have various cross-sectional shapes depending on thecross-sectional shape of the support or support member. Additionally,the outer surfaces of the collar may not be arcuate as shown in thedrawings and described hereafter. Rather, the outside surface of thecollar need only be adapted to receive the yoke assemblies.

Referring first to FIGS. 1-4 , an embodiment of the present invention,shown generally as 10, comprises six main components, first and secondcollars shown generally as 12 and 14, first and second yokes showngenerally as 16 and 18, and first and second platforms P₁ and P₂. Sincethe respective pairs of the collars, yokes, and platforms are the same,only one of each will be described in detail.

Collar 12 comprises first and second collar segments 12A and 12B, whileyoke 16 comprises first and second yoke sections 16A and 16B. Each ofthe yoke sections 16A and 16B comprises a substantially straight portionforming a first run and an arced portion forming a second run. Thus,yoke section 16A has a substantially straight first run 17A and an arcedsecond run 17B, while yoke section 16B has a substantially straightfirst run 19A and an arced second run 19B. It will be appreciated thatin lieu of the arced portions 17B and 19B, the second angled runs ofyoke sections 16A and 16B can be straight, albeit at an angle to thestraight runs 17A and 19A. Indeed, in certain cases the upper, secondruns could be straight and be at right angles to the first, lower runs.

As seen with reference to FIGS. 1-4 , each of yoke sections 16A and 16Bwhich are made of a suitable lightweight but strong metal such asaluminum, various alloys, etc. are channel shaped in cross-section. Yokesection 16A has laterally extending tabs 20 and 22. As seen in FIG. 3 ,hinge connection plate 28 is secured to yoke section 16A by screw boltassemblies 30, a hinge knuckle 31 having a bore 33 extending laterallyoutwardly from plate 28.

Collar 12 as best seen in FIGS. 3 and 4 is comprised of collar segments12A and 12B which are basically the same. Each of collar segments 12Aand 12B is comprised of an approximately semi-circular outer wall 12Cand 12D, respectively. There are radially inwardly extending slots 12Eand 12F in outer wall 12C. Collar 12 further comprises end caps 13A and13B as well as support ribs 15.

Collar segments 12A and 12B each have a hinge connector for receipt of ahinge pin 40 which extends through a registering bore formed by hingeknuckles one of which, 42, is shown in FIG. 3 .

Each of collar segments 12A and 12B have a laterally extending flange 44and 46 which are spaced from one another as shown in FIG. 3 , therebeing registering bores through flanges 44 and 46 for receipt of anut/bolt assembly 48 such that when collar segments 12A and 12B areplaced in surrounding relationship to pipe P and hinge pin 40 is fittedinto the bore formed by the hinge knuckles 42, the collar can then becompressed to the desired tightness around pipe P by means of thenut/bolt assembly 48. It should be noted that the hinged connection ofcollar segments 12A and 12B is generally diametric to the nut/boltassembly 48. Additionally, since there is space between the flanges 46and 44, tightening of the nut/bolt connection ensures that the desireddegree of compressive force can be exerted by the nut/bolt assembly 48to ensure a secure gripping of the collar 12 to the pipe P.

Scaffolding assembly 10 is basically comprised of two scaffoldingassembly sections S₁ and S₂, as indicated by the dotted lines on FIG. 1. For brevity, only scaffolding assembly section S₁ will be described indetail, it being understood that scaffolding assembly section S₂ hassubstantially the same construction.

Turning now to FIGS. 1 and 2 , scaffolding section S₁ comprises aplatform assembly P₁ comprised of a frame F₁ which is rectangular and ismade of aluminum channel shaped frame members 62 and 60 forming theoutside perimeter of frame F₁. In addition, frame F₁ include joists (notshown) which form part of frame F₁ and upon which is overlaid decking Dwhich is secured to the joists. Decking D can be of various types suchas expanded aluminum or other commonly used decking materials to formplatforms, decks and the like. In addition, platform P₁ has toeboard Tand railing R generally attached to the top of decking D around theperimeter of the frame F. Platform P₁ also includes diagonal braces 70and removably attached spanners 72 for releasably stabilizing platformsP₁ and P₂ when connected.

As best seen in FIG. 1 , the lower end of yoke section 16A is connectedto frame F₁. It will be apparent that the components of platforms P₁, P₂can be mechanically assembled and thereby easily disassembled, or thatparts thereof may be connected by welding or other more permanentconnection means. In any event, and as depicted in FIG. 1 , when the twoscaffolding sections S₁ and S₂ are assembled, they can be raised asshown in FIG. 1 , such that the upper ends of yoke sections 16A and 16Bare on either side and slightly above collar 12 which would have beenpreviously installed. Yoke sections 16A and 16B can then be movedlaterally inwardly toward one another until tab 20 is directly aboveslot 12F. At this point, the scaffolding assembly sections S₁ and S₂ canbe lowered until tabs 20 and 22 engage slots 12E and 12F, respectively.It is to be noted that slot 12E is circumferentially elongated, as bestseen in FIG. 3 , thus allowing the vertical movement of the yoke section16A directly downwardly to engage the receiving formation or slot 16E oncollar segment 12A.

Referring now to FIGS. 5 and 6 , there is shown a slight variation ofthe scaffolding assembly shown in FIGS. 1-4 . Collar 80 has collarsegments 80A and which are attached as shown in FIG. 5 in surroundingrelationship to pipe P. Collar 80 has slots 82 and 84. Yoke 86 has yokesections 86A and 86B, having tabs 88 and 90. Compared to the embodimentshown in FIG. 3 , it can be seen that slot 82 is rotatedcounterclockwise in position from that of slot 12F in FIG. 3 .Similarly, slot 84 is rotated clockwise relative to the position of slot12E shown in FIG. 3 . Thus, as shown in FIG. 5 , the yoke sections 86Aand 86B must first be hingedly connected to the hinge connectors asshown in FIG. 6 and described hereafter, and the yoke sections rotateddownwardly as shown in FIG. 5 so as to allow the tabs 88 and 90 toengage the slots 82 and 84, respectively. This is also true of theengagement of yoke section 86B with collar segment 80B. FIG. 6 shows anenlarged detail of the hinged assembly used to connect collar segments80A and 80B. As can be seen collar segments 80A and 80B carryinterleaved hinge knuckles 80C and 80D, respectively, having bores(shown in phantom) through which a hinge pin 81 extends, a cotter pin 83being used to prevent back out of hinge pin 81.

Turning now to FIGS. 7 and 8 , there is shown another embodiment of thescaffolding assembly of the present invention. As will be described indetail hereafter, the embodiment of FIGS. 7 and 8 is similar to thatdescribed in previous figures, and differs primarily in the fact thatthe two scaffolding sections are suspended from two different laterallyspaced tubular members, e.g., pipes.

Turning then to FIG. 7 , there is shown an I-beam 100 forming part of apipe rack upon which rests in side-by-side relation, a plurality ofpipes P of various diameters. The collars used in the embodiments ofFIGS. 7 and 8 are substantially the same in construction and operationas the collars described in previous embodiments. Thus, they both havetwo segments basically the same hinged connection and the samecompression assembly to clamp the collar segments to the outsidediameter (OD) of the pipe. As in the embodiments described above, thereare two separate, releasably connected platform assemblies P₁ and P₂ andfour separate collars. In the embodiment of FIGS. 7 and 8 , two of thecollars 102 are on pipe A having a first diameter and are axially spacedfrom one another, while the other two collars 104, also axially spacedfrom one another, are on a second, laterally spaced pipe B of a largerdiameter. Collar 102 has collar segments 102A and 102B, collar segment102A having receiving formations or slots 106 and 108. Collar segment102B has receiving formations 110 and 112. As can be seen from FIG. 7 ,receiving formations 106 and 110 are circumferentially elongated slots.

A hook assembly 120 has an upper arcuate shaped section 122, anintermediate straight portion 124, and a lower straight portion 126.Portions 124 and 126 are adjustably interconnected by an expander bar127, bar 127 being connected to portion 124 by nut/bolt assemblies 128and to portion 126 by nut/bolt assemblies 130 received in holes 132. Asseen in FIG. 8 , the number of holes 132 can vary allowing lengtheningor shortening of hook assembly 120.

As noted, the embodiment of FIGS. 7 and 8 comprises two platforms shownas P₁ and P₂. Platforms P₁ and P₂ can be releasably connected to eachother at a desired distance by the use of an expander bar 140 andnut/bolt assembly 144. In this regard, frame F₁ of platform P₁ has aseries of spaced holes 141 while frame F₂ of platform P₂ has a series ofspaced holes 142. By selecting the desired holes in the frames F₁ andF₂, it will be seen that the distance between platforms P₁ and P₂ can bevaried as desired.

Collar 104 is similar to collar 102 but differs in that it has a lesserradial thickness to accommodate the fact that the diameter of pipe B isgreater than the diameter of pipe A. This ensures that the ODs of collarassemblies 102 and 104 which connect to the pipes A and B have the sameOD albeit being on different diameter pipes as seen in FIG. 7 .

As can be seen, when the arced or hook shaped portions 122 and 162 ofhooks 120 and 160 are positioned above collars 102 and 104, theplatforms P₁ and P₂ can be lowered until the tabs on arced sections 122and 162 engage the slots on collars 102 and 104.

Referring now to FIGS. 9 and 10 , there is shown another embodiment ofthe present invention, wherein the scaffolding assembly is connected toa vertical pipe. A collar assembly shown generally as 200 comprisescollar segments 202 and 204. Collar segment 202 has flange 206 whilecollar segment 204 has flange 208. Flanges 206 and 208 are connected toone another by means of nut/bolt assemblies 210 whereby the compressiveforce on pipe P can be varied. Collar segment 202 has a first series ofcircumferentially spaced apertures 212 while collar segment 204 has asecond series of spaced apertures 214. A hinge assembly 218substantially the same as the hinge connection described above alsoconnects collar segments 202 and 204.

There is a platform assembly shown generally as 220 having a frame showngenerally as 230. Frame 230 is comprised of aluminum channels 231 weldedtogether to form three triangular shaped sections 232 which are in turnwelded together to form a platform framework. A platform surface 229 ofexpandable metal or the like is welded to the aluminum channel frameworkto form a platform surface. Sections of aluminum angle welded to theplatform surface form a toeboard perimeter 248.

The term “formation” or “formations” as used herein with respect toconnection or connectors between the platforms and the collars isintended to include any opening(s), projection(s), object(s) of whatevershape or configuration on one structure which in cooperation withanother formation, as just defined, on another structure can effectreleasable connection of the two structures, e.g., a collar and aplatform assembly.

The term “asymmetrical” with respect to the head of the cam rod isintended to mean a shape which as has at least two dimensions, one ofwhich is longer than the other such that a body having such anasymmetrical shape can be received into an asymmetrical opening (asdefined) when the long dimension of the asymmetrical body is in registerwith or aligns with the long dimension of the asymmetrical opening andsuch that once received in the asymmetrical opening, and rotated suchthat the long dimension of the asymmetrical body is transverse to thelong dimension of the asymmetrical opening, i.e., the asymmetrical bodycannot be pulled back through the asymmetrical opening without againrotating the body until the long dimension of the body is again alignedwith the long dimension of the opening.

The aluminum channels 231, as shown in FIG. 10 have a bottom wall 240,and first and second side walls 242 and 244. As seen in FIG. 10A, thebottom wall 240 projects radially inwardly to form a hook-shaped end 245having a slot 260. As best seen in FIG. 9 , the hook-shaped ends 245 canbe welded together to form a projecting hook formation 250, the hookformations 250 being circumferentially spaced. The channels 231 are alsowelded to an arcuate section of aluminum angle 233 on the innerperiphery of platform 230. Platform assembly 220 also has one or morestruts 251 welded on one end to the periphery of the frame 230, thestrut 251 having a second end forming a head 253. Channel 231 and strut251 are connected by beam 255. Optionally, a strap 257 can be placedaround and secured to collar 200 for more structural integrity.

To attach platform 220 to collar 200, platform 220 is raised untilformations 250 are in register with apertures 214 and the slots 260 information 250 are in register with the lip 262 formed by the outer wallof collar 200. Platform 220 is then lowered whereupon lip 262 engagesslot 260 and head 253 rests against the wall of collar 200.

Referring now to FIGS. 11-13 , there is shown an alternate embodiment ofconnecting a platform such as platform 220 to a collar such as collar200. The platform 300, only a portion of which is shown in FIGS. 11-13 ,comprises frame members 302 which cooperate with other framing to form aplatform substructure generally as shown in FIGS. 9, 10, and 10A. Theframe members 302 have the configuration shown in FIG. 10A with respectto the side walls and the bottom wall. Thus, frame member 302 comprisesbottom wall 304, side wall 306, and second side wall 308. Secured tobottom wall 304 by screws are first and second shaft mounts 310 and 312.Slidably mounted in registering bores in shaft mounts 310 and 312 is acam rod 314 having a laterally extending handle/cam follower 316. A head318 formed/welded on the inner end of cam rod 314 is formed by aslightly bowed section of the same material from which cam rod 314 ismade. Thus, as seen in FIG. 11 , a T-shaped member is formed.

Collar 400 which is secured to pipe P has the same basic construction asthe other collars described above. However, collar 400 has a pluralityof circumferentially displaced elongate slots 402. To help secureplatform assembly 300 to collar 400, rod 314 is moved to the positionshown in FIG. 12 whereupon cam follower 316 engages the camming surface312A formed on shaft mount 312. It will be recognized that slot 402 isasymmetrically shaped and can be of many shapes, but in theconfiguration shown in FIGS. 11-13 , it is generally an elongate slotwhich substantially corresponds to the shape of head 318. Thus, as seenin FIG. 12 , when rod 314 is moved from the position shown in FIG. 11 tothe position shown in FIG. 12 , asymmetric head 318 which is in registerwith slot 402 can move through slot 402. Once positioned as shown inFIG. 12 , rod 314 can then be rotated which will force cam follower 316against cam surface 312A thereby forcing rod 314 in the direction ofarrow A as shown in FIG. 13 , forcing head 318 against the inner surfaceof wall 401 of collar 400. It will be recognized that platform 300 willhave the structural features as discussed above such as one or morestruts to ensure that the platform 300 is rigidly secured to collar 400and hence to pipe P.

Turning now to FIGS. 14 and 15 there is shown another connector assemblyfor attaching a platform assembly, a portion of which is shown generallyas 500 to a collar 600. Collar 600 has collar segments as describedabove and is secured in the same manner as described above to a verticalpipe P.

Collar 600 has a plurality of circumferentially spaced sockets 602 inthe end walls 604 and 606 of the collar segments making up collar 600.

Platform assembly 500 is again basically the same as the other platformsdescribed above in terms of its structural features and accordingly hasa framework made of channel pieces 502 welded to toeboard 504 and has aninner periphery which engages collar 600. Platform assembly 500, as inthe case of the other platforms described above, also has a strut 506which releasably engages the outer wall of collar 600. A plurality ofJ-hooks are attached to platform 500. More specifically, as shown inFIGS. 14 and 15 , each J-hook has a shank 512 which extends throughregistering bores in side walls 501 and 503 of frame member 502, a locknut arrangement 514, 516 being used to securely hold the shank 512 ofJ-hook 510 in the frame member 502. The upper end of the J-shapedportion of hook 510, as shown in FIG. 15 , extends radially inwardly ofthe inner periphery of platform assembly 500.

To connect platform 500 to collar 600, platform 500 would be raiseduntil the J-shaped portions of J-hooks 510 are above upper end wall 604of collar 600. Since the bores 602 are circumferentially spaced as to bein register with the free ends of the J-shaped portions, platform 500can then be lowered whereupon the free ends of the J-hooks will engagethe sockets while the struts 506 will engage the outer wall of thecollar 600, thereby securing platform 500 to collar 600 and hence topipe P.

Although specific embodiments of the invention have been describedherein in some detail, this has been done solely for the purposes ofexplaining the various aspects of the invention, and is not intended tolimit the scope of the invention as defined in the claims which follow.Those skilled in the art will understand that the embodiment shown anddescribed is exemplary, and various other substitutions, alterations andmodifications, including but not limited to those design alternativesspecifically discussed herein, may be made in the practice of theinvention without departing from its scope.

What is claimed is:
 1. A scaffolding assembly laterally suspendable froma generally vertically extending elongate support member, comprising: asplit collar adapted to be attached in surrounding relationship to saidsupport member, said split collar having first and second collarsegments, each of said collar segments having an outer wall, a spacebeing formed between said collar walls and said support member when saidcollar is attached to said support member; at least one platform sectionadapted to be releasably attached to said split collar, said platformsegment having an inner periphery and a platform deck, said platformsection further comprising a platform connector formation extendingradially inwardly from said inner periphery; said collar having at leastone collar connector formation mateable with said platform connectorformation when said platform assembly is connected to said collar. 2.The scaffolding assembly of claim 1, wherein said platform connectorformation comprises a cam rod slidably mounted on said platform segment,said cam rod including a laterally projecting cam follower and anasymmetrically shaped head having a long dimension and a shortdimension, said collar connector formation comprising an asymmetricalopening in said collar wall, said asymmetrical opening having a longdimension and a short dimension, said head being slidable through saidopening when said long dimension of said head is in register with saidlong dimension of said asymmetrical opening, and said rod beingrotatable from a first orientation wherein the long dimension of saidhead is aligned with said long dimension of said opening to a secondorientation wherein said long dimension of said head is transverse tosaid long dimension of said opening.
 3. The scaffolding assembly ofclaim 2, wherein there is a cam block having a cam surface connected tosaid platform segment, said cam follower being engageable with said camsurface when said cam rod is rotated to force said asymmetrical headinto engagement with the inner surface of said outer wall when saidasymmetrical head is received through said asymmetrical opening.
 4. Thescaffolding assembly of claim 3, wherein there are a plurality ofcircumferentially spaced platform connector formations, and a pluralityof circumferentially spaced collar connector formations.
 5. Thescaffolding assembly of claim 1, wherein said collar has an upper endwall, there being at least one opening in said upper end wall, and saidplatform section has at least one hook extending upwardly from saidplatform segment adjacent said inner periphery of said platform section,said hook having a portion extending radially inwardly of saidperiphery, said portion of said hook being receivable in said opening ofsaid upper end wall.
 6. The scaffolding assembly of claim 5, whereinthere are a plurality of said openings in said upper end walls, and aplurality of said hooks.